System and method for retrofitting walls with retaining ties

ABSTRACT

A retention tie system for post-construction installation to stabilize masonry or composite walls. The system comprises a tie member anchored in an anchor hole bored into the existing foundation and a tensioned against a base plate and a cover plate seated along the top of the wall. A bracing member is used to provide lateral stability to the respective plate members. A tension washer is used to ensure that the tie members are tensioned to the appropriate load.

CROSS-REFERENCE TO RELATED APPLICATION

Pursuant to 35 U.S.C. §119(e), this application claims the benefit ofU.S. Provisional Patent Application Ser. No. 61/930,819, filed on Jan.23, 2014, the entire contents of which are incorporated herein by thisreference.

BACKGROUND

(1) Field of Invention

This invention relates generally to masonry structures, and moreparticularly, to post-construction reinforcement and retrofitting ofmasonry or foam core structures exposed to extreme wind and/or seismicloading events.

(2) Background

Masonry structures predominate in residential and light commercialconstruction. In the case of masonry construction, the structure shouldbe protected from uplift, shear, and overturning forces developed bywind or seismic activity. In the United States, the amount of wind andseismic activity differs with geographical location, as is designated bybuilding codes for these areas. In many structures, reinforcing concretemasonry unit (CMU) walls resists these forces. In new construction, thisis accomplished by filling vertical cells of the masonry wall withconcrete and steel reinforcing bars at a given spacing. The number ofreinforced cells and the strength of concrete and steel used will varydepending on the severity of the wind and/or seismic conditions in thelocality of the structure, and the structure's geometry.

In many instances, the steel reinforcing is installed during thefoundation and masonry installation. Steel is installed into thefoundation footings as required by the loads and extends upward beyondthe footings approximately two to three feet. The CMUs are theninstalled over the steel bars so that the steel bars are in the centerof the cell (or void within the masonry unit). After the CMU wall isconstructed, additional steel that extends from the foundation to thetop of the wall is installed. Next, concrete is poured into the cellaround the steel bars.

In existing masonry structures, it is inconvenient and sometimesimpossible to install a similar system that incorporates steelreinforcement tied into the foundation or footers. Once a structure hasbeen built, the foundation is generally inaccessible to subsequentconstruction additions without requiring significant time and expense.There is a need for a structural reinforcing system that resists foruplift, shear, and overturning loads that is cost efficient, installedafter the foundation and CMUs have already been constructed.

The present invention meets these needs by providing a simplified,cost-effective structural system that is installed after installation ofthe foundation and masonry wall.

SUMMARY

The present system is intended for post-construction installation andprovides existing masonry structures adequate resistance to uplift,shear, and overturning forces caused by wind and/or seismic loadingevents. The force resistance is accomplished by installing tension tiemembers at spacing required by the wind and/or seismic loads present. Acontinuous tension load path is developed from the top of the exteriorload bearing masonry wall to the foundation by using a tension member,such as a wire rope.

The retaining tie system is installed by locating access blocks thatcorrespond to the anchor points identified by the user's structuralanalysis and installing a knock-out in the side of each of the accessblocks. The knock-out enables access to the top of the foundation, andan anchor hole is drilled into the top surface of the foundation. Theanchor hole is then covered with a protective member to preventintrusion of unwanted debris.

At the top of the CMU wall, an elongated base plate is seated across thetop of the CMU blocks. An elongated cover plate is then placed over thebase plate. An access hole is then installed through the base plate andthe cover plate at each location where a tie member is to be installed.Once the access holes are placed in proper vertical alignment with theanchor holes, a bearing plate member is placed above each of the accessholes. An anchor end of the tie member is then inserted through a holein the bearing plate member. The anchor end is lowered through thevertical passageway until it is located in close proximity to the anchorhole, while the tension end remains protruding from the bearing platemember. The anchor end is then inserted into the anchor hole, and oncethe anchor end is properly seated inside the anchor hole, a retainingmaterial is inserted into the anchor hole around the anchor end. Theretaining material is an epoxy, grout, resin, or other such materialconfigured to form a bond between the anchor end and the concrete of thefoundation.

Once the retaining material has cured, the tension end is then tensionedto the desired tension force. In one embodiment, the tension end istensioned by using a mechanical tensioner, such as a threaded fasteneror coupler that is securely attached to the tie member. This tensionforce is carried by the tie member and is resisted by the reaction forceof the anchor end that is securely embedded into the anchor hole. Thistension force in the tie member places the CMU wall in compression,thereby stabilizing the CMU wall against lateral forces and bendingmoments. The tie members are any member capable of delivering thetension force needed to retain the CMU wall in compression for thedesign life of the tie system.

Another embodiment of the retaining tie system comprises a bracingmember located in the vertical passageway. The bracing member is one ofa variety of materials, such as cured in place foam, pre-cured foam,wood, grout, a bracket, or other such member. In one embodiment, thebracing member is a cured in place foam that is sprayed into thevertical passageway.

Another embodiment of the retaining tie system further comprises abracing bracket for bracing the base plate and the cover plate to thetop of the CMU wall. The bracket has a vertical member, a horizontalmember, and two lateral flanges. To install the bracket, the horizontalmember is inserted between adjacent blocks in the top row of the CMUwall. The vertical member is inserted such that the horizontal member isseated against the top surface of one of the blocks in the CMU wall. Inthis configuration, the lateral flanges extend upwardly from the top ofthe CMU wall, and the base plate is then placed along the top of the CMUwall and seated between the lateral flanges. The cover plate is thenplaced as described above, also between the lateral flanges.

Another embodiment of the retaining tie system comprises a tensionwasher installed above the bearing plate member. The tension washer hasa body portion defining a central bolt opening, and an annular flangemember depending from the body and having a slightly curved outer rim.The top surface of the tension washer is a different color than the edgeand bottom surface of the washer. The rim and the bottom surface couldbe the same color or different colors. A threaded fastener, such as themechanical tensioner, is passed through the opening of the tensionwasher and tensioned by a socket or wrench applying torque to a nut orbolt head. As the threaded fastener is tensioned, the flange member iscompressed against the bearing plate member, thereby causing the curvedouter rim to curl upward toward the socket and away from the bearingplate member. This rim curling action continues until the color of theedge or the bottom surface becomes visible, thereby providing a visualindicator that the requisite tension level has been achieved in thefastener or mechanical tensioner.

In another embodiment of the retention tie system, the system is used inconnection with insulated concrete panel walls or other composite wallmembers. Composite wall members typically comprise a foam core and aprotective cover layer that may or may not contribute to the structuralproperties of the overall panel wall member. In this embodiment, the tiemembers are installed as described above. In some embodiments of wallmembers, the foam core has vertical voids that serve as the verticalpassageway. In other embodiments, the vertical passageway must beinstalled prior to placement of the tie members.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is an isometric view of a portion of a typical concrete masonryunit wall retrofitted with the present retaining tie system.

FIG. 2 is a partial cross section of a foundation interface with a CMUwall showing a typical tie member anchorage in the present retaining tiesystem.

FIG. 3 is a partial cross section view of a CMU wall having theretaining tie system installed.

FIG. 4 is a cross section of a CMU wall having the retaining tie systeminstalled.

FIG. 5 is a cross section showing the anchorage of the tie member at thetop of the CMU wall.

FIG. 6 is a cross section of a CMU wall showing the bracing member.

FIG. 7 is a plan view showing the bracket member stamped into a flatmetal plate before being bended into the three dimensional shape of thebracket.

FIG. 8 shows a side view of the bracket member.

FIG. 9 is an isometric view of a typical bracket member.

FIG. 10 shows a top view and a cross section of the tension washer.

FIG. 11 is a plan view showing the tension washer connected to the flatbearing surface by a hexagonal bolt.

FIG. 12 is a cross section of the tension washer, spacing washer, andflat bearing surface, showing the proximate location of a typical hexbolt head.

FIG. 13 shows a nut connected to a tension end of a tie member andcompressing the tension washer against the flat bearing surface. Thetension washer and flat bearing surface are shown in cross section.

FIG. 14 is a cross section of the retaining tie system installed in afoam core panel wall.

FIG. 15 shows a cross section of the tie member anchorage in a typicalfoam core panel wall.

FIG. 16 shows a cross section of the top of a typical foam core panelwall and the mechanical tensioner.

FIG. 17 is a cross section showing the interface between stories of amultiple story building having the retaining tie system installed.

DETAILED DESCRIPTION

With reference to the drawings, the invention will now be described withregard for the best mode and the preferred embodiment. In general, thesystem disclosed herein is a retaining tie system intended forpost-construction reinforcement of masonry walls and a method forinstalling the same. The embodiments disclosed herein are meant forillustration and not limitation of the invention. An ordinarypractitioner will appreciate that it is possible to create manyvariations of the following embodiments without undue experimentation.

The retaining tie system disclosed herein is intended to be installedafter construction of the foundation and masonry wall have beencompleted. The present retaining tie system could be installed in a latestage of the initial construction, or it could be installed as aretrofit to an existing building. Before installing the retaining tiesystem, a structural analysis is performed to determine the design loadscaused by a dynamic loading event, such as the forces caused by wind orseismic events that are typical for the geographic location where thestructure is located. Based on these design loads identified in thestructural analysis, the structure is analyzed to determine the number,size, and anchor point locations of tie members 15 needed for theretaining tie system to operate correctly. Based on the number of neededtie members 15 and the geometry of the foundation 5 of the structure,the required spacing of the tie members 15 is determined. This spacingis the linear spacing between the tie members 15 along the concretemasonry unit (CMU) wall 10 that is required to evenly distribute alongthe CMU wall 10 the uplift forces caused by a dynamic loading event.Based on this spacing, the user determines the anchor points where thetie members 15 will be installed, as discussed below. That is, the nodesof the spacing pattern along the CMU wall 10 substantially coincide withthe anchor points for the tie members 10.

Referring to FIGS. 1 and 2, the existing structure has a foundation 5and a CMU wall 10. The foundation 5 is typically a steel reinforcedconcrete slab either with or without footers. The retaining tie systemis installed by locating access blocks 11 that correspond to the anchorpoints identified by the user's structural analysis. The access blocks11 are blocks in the CMU wall 10 that coincide most closely with theanchor points determined in the structural analysis. Once the accessblocks 11 are identified, a knock-out 12 is installed in the side ofeach of the access blocks 11. The knock-out 12 enables access to the topof the foundation 5, and an anchor hole 14 is drilled into the topsurface of the foundation 5. The anchor hole 14 is then covered with aprotective member, such as tape or a removable plug, to preventintrusion of unwanted debris.

Referring to FIGS. 3-5, at the top of the CMU wall 10, an elongated baseplate 30 is seated across the top of the CMU blocks. An elongated coverplate 31 is then placed over the base plate 30. An access hole 32 isthen installed through the base plate 30 and the cover plate 31 at eachlocation where a tie member 15 is to be installed. Alternately, therespective plate members 30, 31 could be pre-drilled with the accessholes 32 before the plates are seated on the CMU wall 10. Once the platemembers 30, 31 are properly seated, the access holes 32 must be placedin substantial vertical alignment with the anchor holes 14 such that theinstalled tie member 15 passes through a substantially direct verticalpassageway from the anchor hole 14 to the access hole 32 with minimaldisruption or interference. An ordinary practitioner will appreciatethat this vertical passageway 8 in this embodiment is the verticallyaligned voids in the individual blocks in the CMU wall 10. The plates30, 31 are members providing enough rigidity to distribute thecompressive force caused by the tie members 15 across the top of the CMUwall 10. The plates 30, 31 could be wood, composite, polycarbonate,metal, or other material. In one embodiment the base plate 30 ispressure treated wood, and the cover plate 31 is wood. As used herein,“substantial vertical alignment” means a vertical alignment that permitsinstallation of the tie member 15 without debilitating interference fromvertically misaligned members or components.

Once the access holes 32 are placed in proper vertical alignment withthe anchor holes 14, a bearing plate member 33 is placed above each ofthe access holes 32. The bearing pate member 33 has a receiving holethat is placed in substantial vertical alignment with the access hole 32such that the tie member 15 is able to pass through the bearing platemember 33 and into the access holes 32 as described below. The purposeof the bearing plate member 32 is to distribute along the cover plate 31the compressive force caused by a properly installed tie member 15. Thebearing plate member 33 should be rigid enough to laterally distributethe compressive force applied to the cover plate 31. In one embodiment,the bearing plate member 33 is metal, such as steel, and the cover plate31 is wood.

After placement of the bearing plate member 33, an anchor end 17 of thetie member 15 is inserted through the hole in the bearing plate member33. The anchor end 17 is lowered through the vertical passageway untilit is located in close proximity to the anchor hole 14, while thetension end 18 remains protruding from the bearing plate member 33. Theanchor hole 14 is accessed through the knock-out 12, and the protectivemember is removed from the anchor hole 14. The anchor end 17 is theninserted into the anchor hole 12, and once the anchor end 17 is properlyseated inside the anchor hole 14, a retaining material 18 is insertedinto the anchor hole 14 around the anchor end 17. The retaining material19 is an epoxy, grout, resin, or other such material configured to forma bond between the anchor end 17 and the concrete of the foundation 5.Alternately, the retaining material 19 could be inserted into the anchorhole 14 before the anchor end 17 is inserted. The anchor hole 14 shouldbe pre-drilled deeply enough to enable insertion of the anchor end 17 ofthe tie member 15 to a length that allows for the retaining material 19to fully bond to the anchor end 17 and the concrete of the foundation 5.The length of the bond between the anchor end 17 and the retainingmaterial 18 should be long enough to develop the full tensile strengthof the tie member 15. The retaining material 19 should be allowed ampletime to cure, as required. Alternate types of anchor devices could beused to secure the anchor end 17 inside the anchor hole 14, such asthreaded concrete anchors.

Once the retaining material 19 has cured, the tension end 18 is thentensioned to the desired tension force. In one embodiment, the tensionend 18 is tensioned by using a mechanical tensioner 20, such as athreaded fastener or coupler that is securely attached to the tie member15. This tension force is carried by the tie member 15 and is resistedby the reaction force of the anchor end 17 securely embedded into theanchor hole 14. This tension force in the tie member 15 places the CMUwall 10 in compression, thereby stabilizing the CMU wall against lateralforces and bending moments.

The tie members 15 are any member capable of delivering the tensionforce needed to retain the CMU wall 10 in compression for the designlife of the tie system. The tie members 15 could be rods, cables,strands, wire rope, or other material.

In one embodiment of the retaining tie system, after the appropriatetension force is applied to the tie member 15, a screen member 34 isplaced over the knock-out 12 and a fill material is used to cover thescreen member 34. The fill material 38 could be drywall, stucco, orother such material that enables the user to conceal the existence ofthe knock-out 12. One embodiment of the fill material 38 comprises awaterproofing material to protect the tie member 15 from corrosioncaused by water leaking through the fill material 38.

Another embodiment of the retaining tie system, shown in FIG. 6, furthercomprises a bracing member 21 located in the vertical passageway 8. Thebracing member 21 is snugly positioned between the inside surface of theblocks of the CMU wall 10 and the surface of the tie member 15. Thebracing member 21 is any member that is capable of retaining the tiemember 15 in an alignment that passes closely to the centerline of thevertical passageway 8 as the CMU wall 10 bends. Retaining this alignmentprevents the CMU wall 10 from buckling under the compressive force ofthe tie members 15 when the CMU wall 10 experiences significant bendingdeflection. The bracing member 21 is one of a variety of materials, suchas cured in place foam, pre-cured foam, wood, grout, a bracket, or othersuch member. In one embodiment, the bracing member 21 is a cured inplace foam that is sprayed into the vertical passageway 8. In thisembodiment, an access port 39 is installed in one of the blocks in theCMU wall 10, and the foam is sprayed through the access port 39 and intothe vertical passageway 8 after the tie member 15 has been fullyinstalled. The access port 39 is then concealed by using a screen memberand fill material in a manner similar to that described above for theknock-out 12.

In another embodiment, the bracing member comprises a tubular sleeveconfigured for vertically receiving the tie member 15. For example, thetubular sleeve could be a segment of PVC pipe placed in the verticalpassageway 8 and retained in place by a bonding agent, such as grout,epoxy, a bracket, or the like.

Referring to FIGS. 7-9, another embodiment of the retaining tie systemfurther comprises a bracing bracket 40 for bracing the base plate 30 andthe cover plate 31 to the top of the CMU wall 10. The bracket 40 has avertical member 41, a horizontal member 42, and two lateral flanges 43.To install the bracket 40, the horizontal member 42 is inserted betweenadjacent blocks in the top row of the CMU wall 10. The vertical member41 is forced between the CMU blocks, and the grout travels through oneor more passages 45 in the vertical member 41 to assist in retaining thebracket 40 in place. In another embodiment, the step of insertion mayrequire removal of the grout between the blocks to enable initialplacement of the vertical member 41 between blocks. The vertical member41 in inserted such that the horizontal member 42 is seated against thetop surface of one of the blocks in the CMU wall 10. In thisconfiguration, the lateral flanges 43 extend upwardly from the top ofthe CMU wall 10. Any grout removed during placement of the verticalmember 41 should be replaced with new grout. The vertical member 41comprises one or more passages 45 to enable wet grout to flow throughthe vertical member 41, thereby securing the bracket 40 in place afterthe grout has cured. The base plate 30 is then placed along the top ofthe CMU wall 10 and seated between the lateral flanges 43. The coverplate 31 is then placed as described above, also between the lateralflanges 43. To secure the bracket 40 to the plates 30, 31, mechanicalfasteners such as nails, screws, or other anchors are installed throughthe plates 30, 31, through the horizontal member 42, and into the top ofthe CMU wall 10. In one embodiment of the bracket 40, the lateralflanges 43 comprise pre-installed holes 44 for receiving mechanicalfasteners such as nails or screws. In another embodiment, the holes 44are formed when the flanges 43 are penetrated by mechanical fasteners,such as by nails driven by a nail gun. In this embodiment, the finalstep of securing the plates 30, 31 to the bracket 40 is installingmechanical fasteners through the holes 44 in the lateral flanges 43 andinto the plates 30, 31. The brackets 40 can be installed along the topof the CMU wall 10 at a spacing as needed to resist the lateral forcesacting on the plates 30, 31.

Referring to FIGS. 10-13, the tension washer 50 has a substantiallyplanar body portion 51 defining a central bolt opening 52, and adeformable annular flange member 53 depending from the body 51. Thetension washer 50 has a top surface 55, an edge 56, and a bottom surface57. The deformable annular flange member 53 is curved from its base tothe outer edge 56 such that the flange member 53 is concave upwardtoward the body 51. The bottom surface 27 of the flange member is placedagainst a flat bearing surface, such as the bearing plate member 33 or aflat washer or spacer 58, so that prior to loading the tension washer 50the body 51 is separated from the flat bearing surface 33 by a space 59.

A tension end 18 is passed through the opening 52 of the tension washer50 and tensioned by a socket or a wrench applying torque to a tensionadjustment device 25, such as a nut or bolt head. As the tie member 15is tensioned, such as by tightening the nut 25, the flange member 53 iscompressed against the flat bearing surface 33, thereby causing theflange member 53 to expand outwardly by sliding along the flat bearingsurface 33. During this action, the flange member 53 deforms by the edge56 curling upward toward the nut 25 and away from the flat bearingsurface 33 (See FIG. 13). Plastic deformation can occur in the outerfibers of the flange member 53 (the fibers along the bottom surface 27),thereby causing unrecoverable deformation and upward curling of theflange member 53. As the flange member 53 slides along the flat bearingsurface 33 and curls upward, the body 51 moves toward the flat bearingsurface 33, thereby closing the space 59. The flange member 53 thus hasan unloaded shape and a first deformed shape.

The tension washer 50 is placed by fitting the central opening 52 overthe tension end 18 of the tie member 15. Prior to loading, the annularflange 53 is in its unloaded shape, and the user sees only the topsurface 55 without the edge 56 or bottom surface 57 being visible. Asthe tie member 15 is tensioned and the tension washer 50 is compressedagainst the flat bearing surface 33, flange member 53 takes on its firstdeformed shape under a first compression load. In the first deformedshape, the edge 56 becomes visible when the magnitude of the tensionforce in the tie member 15 reaches a first magnitude. As further tensionis applied, the flange member 53 takes on a second deformed shape undera second compression load when the magnitude of the tension force in thetie member 15 reaches a second magnitude, where the first magnitude islower than the second magnitude. In the second deformed shape, theflange member 53 is severely curved, and the bottom surface 57 under theedge 56 becomes visible to the user. Thus, the edge 56 and the bottomsurface 57 provide a two-stage visual indication of tension magnitude inthe tie member 15 corresponding to the first deformed shape and thesecond deformed shape, respectively.

In one embodiment, the top surface 55 of the tension washer 50 is adifferent color than the edge 56 and bottom surface 57 of the washer 50.For example, the top surface 55 comprises a first color, and the edge 56and bottom surface 57 comprise a second color. The tension washer 50 isplaced on the tension end 18 and against the flat bearing surface 33.Prior to loading, the flange member 53 remains in its unloaded shape,and the user sees only the first color of the top surface 55 without thesecond color being visible. As the tension washer 50 is loaded, the edge56 curling action begins, and it continues to the first deformed shapeas described above, where the second color of the edge 56 or the bottomsurface 57 becomes visible to the user. In this embodiment, thevisibility of the second color provides a one-stage visual indicatorthat a pre-determined magnitude of tension level has been achieved inthe tie member 15.

In another embodiment, the top surface 55, edge 56, and bottom surface57 comprise a first color, a second color, and a third color,respectively. As the tension washer 50 is loaded, the edge 56 curlingaction continues as described above until the flange member 53 reachesits first deformed shape and the second color of the edge 56 becomesvisible, thus indicating a first magnitude of tension force in the tiemember 15. As the tie member 15 is tensioned further, the edge 56curling action continues until the flange member 53 reaches its seconddeformed shape and the third color of the bottom surface 57 becomesvisible to the user, thus providing a visual indication that a secondmagnitude of tension force has been reached in the tie member 15. Thefirst magnitude is lower than the second magnitude. The visibility ofthe second color and the third color provides a two-stage visualindicator corresponding to two different magnitudes of tension achievedin the tie member 15—the first magnitude and the second magnitude.

The tension washer 50 is comprised of metal, plastic, or some othermaterial that is capable of deforming properly under the requiredtension loads. In applications requiring a high tension force, thetension washer 50 comprises a material with a relatively high elasticmodulus, such as steel, so that the tension washer 50 does notprematurely deform. In applications requiring lighter tension loads, thetension washer 50 comprises material of a lower elastic modulus, such asdie cast metal or plastic, so that the tension washer 50 deformsproperly under the lighter load. In another embodiment, proper sizing ofthe annular flange member 53 is a manner of ensuring that the tensionmember 50 deforms properly under the required tension load. Thethickness of the annular flange member 53 is adjusted according to therequired tension load. The annular flange member 53 is either thickenedor thinned for larger or smaller tension loads, respectively. Also, thewidth of the annular flange member 53 can be made wider or more narrowas desired. The width of the flange member 53 affects its elasticity,with narrow flange members 53 being stiffer, and wider flange members 53being less stiff.

In another embodiment, the edge 56 curls away from the flat bearingsurface 33 until the edge 56 contacts the socket or wrench, therebyproviding a physical indication to the user that the threaded fasteneror mechanical tensioner 20 is properly tensioned.

The tension washer 50 can be used in a method of determining themagnitude of tension in the tension tie member 15 as follows. Thetension washer 50 of any of the foregoing embodiments is installed byplacing the central opening 52 over the tension end 18 of a tension tiemember 15 such that the bottom surface 57 is placed in contact with theflat bearing surface 33. The tension adjustment device 25 is threadedonto the tension end 18 of the tie member 15. The tension adjustmentdevice is adjusted to compress the tension washer 50 against the flatbearing surface 33 such that the annular flange member 53 begins todeform by curling upward toward the body portion 51, thereby causingseparation between the edge 56 of the flange member 53 and the flatbearing surface 33. The step of adjusting the tension adjustment devicecan be stopped when the edge becomes visible to the user, the bottomsurface becomes visible to the user, the first color becomes visible tothe user, or the second color becomes visible to the user. A firstmagnitude of tension force in the tie member 15 is identified andreached when the edge 56 becomes visible to the user, or when the firstcolor becomes visible to the user, as described above. Similarly, asecond magnitude of tension force in the tie member 15 is identified andreached when the bottom surface 57 or the second color becomes visibleto the user.

In another embodiment of the retention tie system, shown in FIGS. 14-16,the system is used in connection with insulated concrete panel walls orother composite wall members 60. Composite wall members typicallycomprise a foam core 61 and a protective cover layer 63 that may or maynot contribute to the structural properties of the overall panel wallmember 60. In this embodiment, the tie members 15 are installed asdescribed above. However, the vertical passageway 68 may or may not needto be installed. In some embodiments of wall members 60, the foam core61 has vertical voids that serve as the vertical passageway 68. In otherembodiments, the vertical passageway 68 must be installed prior toplacement of the tie members 15. In these embodiments, the verticalpassageway 68 is installed by drilling or cutting through the foam core61 to bore out the vertical passageway 68. In other embodiments, thevertical passageway 68 is located at the vertical wall seams betweenwall members 60 (not shown). For example, the vertical edges of the wallmembers 60 could be used to sandwich the tie members 15 between them. Inanother embodiment, the vertical edges of the wall members 60 compriseconcave edges that form the vertical passageway 68 when mated with theadjacent wall member 60. In many embodiments, the foam core 61 acts asthe bracing member 21, which precludes the need for post-installation ofa separate bracing member 21.

In any of the foregoing embodiments, the retention tie system can beconfigured to extend into multistory construction, as shown in FIG. 17.A coupler 35 connects the tie member 15 of the lower story 26 with thetie member 15 of the upper story 27, and the coupler 35 acts as thelower anchor for the tie member 15 of the upper story 27.

The foregoing embodiments are merely representative of the retaining tiesystem and not meant for limitation of the invention. For example,persons skilled in the art would readily appreciate that there areseveral embodiments and configurations of the retaining tie systemmembers that will not substantially alter the nature of the system.Likewise, elements and features of the disclosed embodiments could besubstituted or interchanged with elements and features of otherembodiments, as will be appreciated by an ordinary practitioner.Consequently, it is understood that equivalents and substitutions forcertain elements and components set forth above are part of the devicedescribed herein, and the true scope of the invention is set forth inthe claims below.

I claim:
 1. A method of reinforcing an existing wall of a structure, thestructure having a concrete foundation supporting the wall, and the wallcomprising concrete masonry units, a top, and a vertical passageway, themethod comprising the steps of: locating an access block in the wall,the access block corresponding to a reinforcing location determined bystructural analysis; installing a knock-out in the access block;installing, via the knock-out, an anchor hole in the foundation;covering the anchor hole with a protective member; installing a baseplate on the top of the wall, the base plate having a first set ofaccess holes; installing a cover plate over the base plate, the coverplate having a second set of access holes; placing the first set ofaccess holes, the second set of access holes, the vertical passageway,and the anchor hole in substantial vertical alignment; placing a bearingplate member over the cover plate, the bearing plate member having areceiving hole, and the receiving hole placed in substantial verticalalignment with the anchor hole and at least one of the second accessholes; and providing a tie member having an anchor end and a tensionend; lowering the tie member through the receiving hole, second accesshole, first access hole, vertical passageway such that the anchor end isplaced in proximity to the anchor hole; removing the protective memberfrom the anchor hole by accessing the protective member via theknock-out; inserting the anchor end into the anchor hole; insertingretaining material inside the anchor hole; curing the retaining materialsuch that the retaining material forms a secure bond between the anchorend and the foundation; tensioning the tie member by adjusting amechanical tensioner attached to the tension end of the tie member; andintroducing a bracing member inside the vertical passageway such thatthe bracing member retains the tie member in close proximity to thecenterline of the vertical passageway.
 2. The method of claim 1, furthercomprising the steps of covering the knock-out with a screen member andapplying fill material over the screen member.
 3. The method of claim 2,further comprising the steps of: installing a tension washer between themechanical tensioner and the bearing plate member, the tension washerconfigured to provide a visual indication of the magnitude of tensionforce in the tie member; and determining, via the tension washer, theevent of the tie member being loaded with the pre-determined magnitudeof tension load.
 4. The method of claim 1, further comprising the stepsof: installing a tension washer between the mechanical tensioner and thebearing plate member, the tension washer configured to provide a visualindication of the magnitude of tension force in the tie member; anddetermining, via the tension washer, the event of the tie member beingloaded with the pre-determined magnitude of tension load.
 5. A method ofreinforcing an existing wall of a structure, the structure having aconcrete foundation supporting the wall, and the wall comprisingconcrete masonry units, a top, and a vertical passageway, the methodcomprising the steps of: locating an access block in the wall, theaccess block corresponding to a reinforcing location determined bystructural analysis; installing a knock-out in the access block;installing, via the knock-out, an anchor hole in the foundation;covering the anchor hole with a protective member; placing a bearingplate member on the top of the wall, the bearing plate member having areceiving hole, and the receiving hole placed in substantial verticalalignment with the anchor hole; and providing a tie member having ananchor end and a tension end; lowering the tie member through thereceiving hole and vertical passageway such that the anchor end isplaced in proximity to the anchor hole; removing the protective memberfrom the anchor hole by accessing the protective member via theknock-out; inserting the anchor end into the anchor hole; insertingretaining material inside the anchor hole; curing the retaining materialsuch that the retaining material forms a secure bond between the anchorend and the foundation; tensioning the tie member by adjusting amechanical tensioner attached to the tension end of the tie member. 6.The method of claim 5, further comprising the steps of covering theknock-out with a screen member and applying fill material over thescreen member.
 7. The method of claim 5, further comprising the stepsof: installing a tension washer between the mechanical tensioner and thebearing plate member, the tension washer configured to provide a visualindication of the magnitude of tension force in the tie member; anddetermining, via the tension washer, the event of the tie member beingloaded with the pre-determined magnitude of tension load.
 8. The methodof claim 6, further comprising the steps of: installing a tension washerbetween the mechanical tensioner and the bearing plate member, thetension washer configured to provide a visual indication of themagnitude of tension force in the tie member; and determining, via thetension washer, the event of the tie member being loaded with thepre-determined magnitude of tension load.
 9. The method of claim 5,further comprising the step of introducing a bracing member inside thevertical passageway such that the bracing member retains the tie memberin close proximity to the centerline of the vertical passageway.
 10. Themethod of claim 9, further comprising the steps of covering theknock-out with a screen member and applying fill material over thescreen member.
 11. The method of claim 9, further comprising the stepsof: installing a tension washer between the mechanical tensioner and thebearing plate member, the tension washer configured to provide a visualindication of the magnitude of tension force in the tie member; anddetermining, via the tension washer, the event of the tie member beingloaded with the pre-determined magnitude of tension load.
 12. The methodof claim 10, further comprising the steps of: installing a tensionwasher between the mechanical tensioner and the bearing plate member,the tension washer configured to provide a visual indication of themagnitude of tension force in the tie member; and determining, via thetension washer, the event of the tie member being loaded with thepre-determined magnitude of tension load.